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17614 82ND DR NE_BLD20120057_2026
BUILDING INSPECTION REPORT Gti�Y 104., Permit No. 12-— Dog-7 Address: 11(0l q ga A4 pr /Ve 7•p o� Contractor: Enco►"� �1NG� Owner: En Cbfe- Date: APPROVAL C0 PARTIAL APPROVAL E0 VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-43"674 FOR RE-INSPECTION by 5:00 pm the day before a Inspector:_�G ,� Date: -5— ® Under-floor ® Framing ® Gas Piping Ell Footing Drywall, nailing Ell Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ®Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT 4� 0 'V Y � Permit No. O OSAddress:7. Contractor: E�I'1Go f G Owner: E nG o t-6 Date: q-3 D — l Z APPROVAL Ep PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: e_� Date: W 30 ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage Insulation ® Other: BUILDING INSPECTION REPORT 6 Permit No. '0I OS 1 Address: 0 Contractor: Efncbff. Owner: EA Col`F, Date: APPROVAL ® PARTIAL APPROVAL VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before i Inspector: G Date: Ar Tl_z ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT GONG'� � Permit No. /1 — Address: / ?6/ 7Contractor: O Owner: Date: APPROVAL PARTIAL APPROVAL ® VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: 4 y Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: i Property Address: l7f'r�9- LNG bZ .'E Q f r Conditioned Floor Area-234-16Date L Builder or registered design professional Stgnrmrre. ��f R-Ytfaer Ceiling: Vaulted R. Floors Over unconditioned space R- Athc R• Slab on grade floor R- Walls: Abovegrade R• Doors R. Below,int. R- Below,ext. R- R- R- 1'-Factory arrd THCC — - NFRC rating(or) Windows U. SHGC- Defaultrating(ChpeerrowsEc2009) Skylights U_ SHOC- C flapter Y OptionN rota!Chp L 9 flrrutr�q,<'onlfgq&Domrstfr flnt ifatrr stem I c',ItIIIQ F:fTidmC8 (`oolirw DHW Du rt iBufldtrrg,ifrIeaAagt All ducts&HVAC in conditioned space (yes/no Insulation R- Test Method: _Total leakage _Leakagetoexterior_Air handler preset¢ Test Target CFM@25Pa Test Result Building au leakage ta akage:SLA=rget:SLA<0.00030-Tested le CFM@25Pa Onvtr R✓nn.ablr F'n✓rp�F 1✓.•Dig Yowrr.Sy�Yrm System type: Rated annual generation Kwh Duct testing Calculator New Construction House address or lot #: _0 1+ —32*6 Nz tkAIZ yIA)G Conditioned Floor Area: Duct tester location. Pressure tap location: Ring (if applicable): pper — At Rough-in (Total Leakage) Test Method & Test Calculated Standard' CFM , Target Air Handler Present <_ 6 CFM,S per 100 sf of CFA - ? 0�, Air Handler not Present <_4CFM,,per 100sfofCFA -- oax CFa _ - . ` FM Post Construction _ Test Method & Test Calculated Standard CFM,; Target Air Handler Present (Total Leakage) -- - Obi X _ CF; M 5 8 CFM,s per 100 sf of CFA -� Air Handier Present (Leakage to Exterio ) 06 X <-6 CFM25 per 100 sf of CFA 1 Test results must comply with one of the Standards options 2. Test CFM25 must be equal to or less than the calculated target Air Leakage testing Calculator (Blower Door Test) Standard I Tested Calculated Test Result CFMSt, (i 1.3zCFM50 X 0 055; = 2_ �� CF^ X ] l4)) = SLA 0.00030 SLA ?2--97 div-dea by 3f4(f4® - St_A S LP, - .00 2- Glossary Rough-in: After installation of the complete a r distribution :,/;ter.: b.rt betorP W XnsuI.ation and sher,; , Aiiowc for access to all duct seams and connections for r -evaivanon of inter;nty it ,tand,B,d i, not met n;.t•a: tI„ Post Construction: At or near final inspection The home mu,,! be complete eno,,,Sn cc pr •„,,; n ;nr horn-, to ?S :..- Total Leakage: Aggregation of the entire syst.ms duct ieakag, •n a duct :eu Leakageto Exterior: Aggregation of all duct : stem +eaks to tn,, r,.ter:o; ,�i u:r -•� 7uc; t CFA: Conditioned floor area CFM25: Cubic feet per minute of air leakage at 25 pascals of prr,tiurc CFM50: Cubic feet per minute of air leakage at �)C pa,cdi> of Pascal (pa): Unit of pressure sLA: Specific leakage area CxrJ CxrJ w � n � O > (D Q ;, m 00 z N U O N [ d O ry z -- y � It o n O z o cn r P o � o r C7tTlo z C� d c z � � y r p y > d o r p � d � r ��l p CD O n r� Nun (� O V z CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3421 BUILDING PERMTI' Address:17614 82ND DR NE,ARLINGTON Permit#:BLD20120057 Parcel#:01047900003900 Valuation:$263,000.00 "UWNT1t APPLICANT CONTRACTOR ENCORE HOMES,INC ENCORE HOMES,INC ENCORE HOMES,INC KEITH HOYER KEITH HOYER KEITH HOYER 1801 GROVE STREET,UNIT B 1801 GROVE STREET,UNIT B 1801 GROVE STREET,UNIT B MARYSVILLE,WA 98270 MARYSVILLE,WA 98270 MARYSVILLE,WA 98270 keith@encorehomesinc.com keith@encorehomesinc.com Lie#:ENCORHI914NS Exp:8/10/2013 PLUNIBING CONTRACTOR MECEIANICAL CONTRACTOR SOUNDVIEW PLUMBING ENCORE HOMES,INC SOUNDVIEW PLUMBING KEITH HOYER 5917 195TH ST NE#3 1801 GROVE STREET,UNIT B ARLINGTON,WA 98223 MARYSVILLE,WA 98270 Lie#:SOUNDVP033NF Exp:6/13/2013 Lie#:ENCORHI914NS Exp:8/10/2013 Single Family Residence PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 2 CONST TYPE: V-B DWELLING UNITS: 1 OCC GROUP: R-3 CODE: 2009 IRC OCC LOAD: N/A PI♦RABT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and co of Arlington#3101. Si ature Print Name Date Released EWate ARCHIVE = APPLICANT ASSESSOR OTHER RECEIV JRR Engineering, Inc. FEB 0 7 2012 18609 76th Ave. W., Suite B �:�1i! BOA pEpiul�� 'ENTEN Lynnwood, WA 98037-4149 CO Rv of �`i O 1 t7v S-� (425) 697-5108 AD S Client; Encore Homes, Inc. Project Location: Varies, Plan#2390 (0924...)2-Story 1801 Grove Street, Unit B Design calculations are for 85 mph (3-sec.gust)wind exposure B, Marysville, WA 98270 topographic factor, Kzt of 1.0 and 25 psf snow load. Do not use or 360 659-1579 Ph. I depend upon these calculations for more severe wind exposure 360) 659-3394 Fax I or snow loading. Scope: Lateral &Vertical Design f Code: 2009 IBC/ASCE 7-05 I :tt SDC & Site Class., D; (Ss): 1.25 Dead Loads: Roof&Ceiling load 15 psf Wind Exposure: B Floor load 10 psfWindspeed, V m h): 85 Exteriorwall load 8 psf(surface area) ve Floor Load (psf): 40 Interior wall load 10 psf floor area Snow Load (psf): 25 Attic Lim. Sto. sf): 20 Assumed Soil Values per IBC 2009: Soil Bearing: 2000 psf(Contractor shall notify En ineer if (testing indicates bearing capacity Is lower than 2000 psf) Wind Design: Ps=X*I,*P,3o*K7.t (Simplified Wind Load Method, Sec. 6.4, Eq. 6-1) Where; X, Adjustment Factor varies over height& exposure (Fig. 6-2) Iw= 1 1 Wind Importance Factor(Table 6-1) Peso,Varies with roof pitch and building zone(Figure 6-2) Kzt= 1 Topog. Factor 6.5.7, Fig. 6-4), equal to 1.0 for flat terrain RooT rise in 6 Roof rise in 1 Z' : 0 " Horizontal Pressures (Kzt not yet included) Horizontal Pressures (Kzt not yet included) A B C D A B C D Ps30 14.4 2.3 10.4 2.4 Ps30 11.5 -6.9 7.6 -3.5 0-15' PB 14.4 J 2.3 10.4 2.4 0-15' Pa= 11.5 -5.9 7.6 -3.5 15'-20'Ps 14.4 2.3 10.4 2.4 15'-20' Pa= 11.5 -5.9 7.6 -3.5 20'-25' Pa= 14.4 2.3 10.4 2.4 20'-25' PB 11.5 -5.9 7.6 -3.5 25'-30' Pa= 14.4 2.3 10.4 I 2.4 25'-30'Pa 11.5 - -5.9 7.6 -3.5 30'-35'P8 15.1 2.4 10.9 2.5 30'-35' Pa= 12.1 -6.2 8 -3.7 35'-40' Pa= 15.7 2.5 11.3 2.6 35'-40' PB 12.5 -6.4 8.3 -3.8 Seismic Design: V= Cs*W (Equivalent Lateral Force Design per ASCE 7-05, Sec 12.8 Fa= 1 (Table 11.4-1) Sos= Des. Spectral Resp.Accel. Parameters (Sec. 11.4.4 SoS= 0.833 (Eq. 11.4-3) D= Site Classification (Section 11.4.2) Is= 1 (Table 11.5-1) 1 Fa& Fv --_Site Coeff. (Table 11.4-1 &11.4-2 R= 6.5 (Table 12.2-1) IV= Saismic Base Shear Eq. 12.8-1) , J ' Cs-- le*SaS/R (Eq. 12.8-2) T 1W= Effective Seismic Weight(Sec. 12.7. i p = Redundancy Factor[1.0 < p < 1.3] (Sec. 12.3.4.2) r Therefore; V A= 0.128 ,, " S/QNALY;t� �oti /0127140 10 Prepared by: JCM 11 MX.Pl Pas ; 10/2$/2011 Checked by: RKR Project Name: Plan 2390 (0924...) Project No.: 10-02Y 10/12/2010 Page 1 of . s�r�r -En�eer�ng, I.nc. ENGINEERING & PLANNING SERVICES Project Name:_LAI,,l 2�Gip /�G11q "�'� No.: tl9-D2Y �. r' 40j - 4� 1 i t ...: . ,,,. ... qwU a _ f :oL 4;j _ Designed Ste_ Checked Date d Sheet of 14 J'RR Engjneer�Fiig, Inc. ENGINEERING & PLANNING SERVICES Project Name: L4 j_ No.: 01Y 4 1.3 9 Ap Oj N s � lu : .o �� .. ,led . j. ca LA _ Q - Designed Xe M Checked____-_ 14 P_ Date 10 A! 1 o Sheet of 4 �TRR .Eng�n eer�zi , Inc. ENGINEERING & PLANNING SERVICES Project Name:.- P LR iJ No.: r tJ-x 1,544�5 1141-5 5 U1 k U3 f u = 114 .�ti yD/2 x7) 4-.14A �41 !X > /�� + t 1414 f.D,'4 C 44) 1316 �IK,. Y WpND.mw� ' 11Mr+, f� D � . V —, I1�.3 ( �I�..x °F� �' , tD�a. ('�j�.�(�'�-���7 �- I�IG... '1•,�'b0 � _. x Ion� I?�a, 1/a.) f 11q.CSC n 6� q p , 1 -�V-WiN� 64V 4 it v MAP. tip w. Designed J'GNi Checked %IC(? Date fQr40 Sheet-4 of 1 JRR .E 2'gl e4ex-l"'g', Iric. ENGINEERING & PLANNING SERVICES Project Name: P�,�-N 'LbqD C 4MI4 No.: to-pi `t' s r=71 5 1 G. u�Pt �b (z�x: o> + l;�u>!Rs A,115f 4�-iisa � � f2 �.d�qG{�i" wof (la#vMti�j�la� ` ', 7Drpk Zx'�1Dr �1- 03q;5 ViN — DiiZ..fd '( 7v k) - I�K, R AJ N qa.N GY .{ p ( 5W tx AUN _VpfeR f+ r,ca f r T��v�,�T�p ems, ��'► >✓t�»f�� � _ U•a2 bps 2�0 (48/ v= 3 6oD� �80lig00)� -_4'?5. = 70 ' � � 0 V= 3660 (5?6/tq 06)t r# 1 i V= $btb (44 /1a90), 4. 1675 'M7b 3600 (55/f/rqe)+ ul.s Designed SG Checked ?K-R Date r4 I Q Sheet oft JRR Engineer ig, huc. ENGINEERING & PLANNING SERVICES Project Name: PL.41•! #- 114b �0!1-,.4: No.: U = 'Lb 7 5' +fl .0"01)= 11q GbomwnptJ)ArL P: We z. NOT 6f A§b mow' 'L�pl1 : cow, , ,�,,�.�.. "SDK-:IrKrl"55-�i�l��: ae f 5qD-"�•�,�� ~• �i?���i�IP�o4.�'_. �..,,�'��h�.;t�` �� o 417 vw �Ar&p-lr- MXA6 CONN, c o :.(ti /414) = t+410 arm , sr6,LIA sq�P 0;F.., �spu 4)A'35 F,a, % 6,4, TV VL, Designed___ MM Checked RKR— Date 10/11/ID Sheet 6 of t_A J"RR .Enineerfn�g, Inc. ENGINEERING & PLANNING SERVICES Project Name: L — '�. �p DGf�.4�� No.: (21 Y Vs`-. 3;Q 7D ti 4 D mow' 3Z 3 s i 011, .04r Ntsia— GR-rr% 14 V-W= 314 S �3�'L5 + 4+1 .fiat.z4�.... �42+�! < 35ell' Uf,fr 4�. 1>'"} VIA-11L R� ►eta--� v+�.�= 2�z (�$`� r� 3 6"` c `�- 5 ,• a� -��� oN ry-i► �TPA`44a LdJStOCR.1N6 prb cB Designed :M Checked Date ' Sheet 7 of� _ . JRR Engineering, Inc. ENGINEERING & PLANNING SERVICES Project Name: Q _ No.: €)-©2`y m 40 u1 yftk.f:wz1 f:% R,f, IV PEE 4 110 6.0 C 1 t 6"�►G� s�,4•ci�.--z ..t�;o .6 � �oo 17Jz . Ala Designed TrIM Checked P44�_ Date b 1 b Sheet of_ 14 JRR Engineering, Inc. ENGINEERING & PLANNING SERVICES Project Name: 211D 1:4 No.; to -014Y Ki l.aD ;r FOX f,SIN IW6 ;1.L #2U 1 bo—x 865 ' MID- ; 4' (/'► r- iL P W. -SPAN upp,,_IbDrzo� #1 U. � • k� z�2 5 t a).�A,7A 6 5 + 1 (.t:667��n�s� � 4` : Ow, i7t* till 01% RI.�'144"7 6-7 8b7 .. V= Zg4S'Ip 711.0' qM Designed_ JZ.M, Checked Date Sheet `of,� JRR E�rigineex-1"4g, Inc. ENGINEERING & PLANNING SERVICES Project Name: PL,6IJ �, Gip (�Og� No.: P kr= (,4ot+v) 16 5A #-b5 *1.5)4/7. 5g9D .�Pi!`41�tb . - 4 074 re C�Art_� �. 7J.%OAIL OL1 64k r- ir ilt R:p T�HSS ►�._�F ip V � ` �'�.�•� ` It DzD�CIP��� OA q/ 14 1. 15.b� q�j �1ax� �(5 ►1�� + }BIDS �Ib Y,� LscI .ax ?x r.; 4 i Al _t 51-15)*Z Designed trm Checked Dated, 1 I Sheet _off4_ �TRR E.rig�r2eerl-r2g, Inc. ENGINEERING & PLANNING SERVICES Project Name: No.: ,n2Y w. " :4 23 �/om, .6vg. UAL C ftnIW 1''Dt -Log44 j J-MAW' I Pk io VN � wia�R. C�p-� ApO'� �1 �•t,�fRy . Pax AI D`+ ' t'1i5 I ZI M75 A 0,175/ 4,4075 Designed_ JG NI Checked Date. f0/ig 0 Sheet of 14 ENGINEERING & PLANNING SERVICES Project Name: MD(0424 ,,,) No.: T®-OTly, UN:aMFL STAVP MAW 4,09 T,Will U� 6 PT _.Cjb".D_s.1.,, _,<T,. 4'L V40► - 14.5'+.. ., �7/ 4`5��/� (7���a 1667 1� t5� �1171 (, �y/ 1. I #-1 gym, �W 5AR-+ t�, j Ln,,a,�� 64 - r 41�3 °, VR7- eta Wth ;.. U�rDt$R �titz ems. 4 M 001 ; Kam t;N 4,4 `z-po or(44 -.b" m,4ai %A" 44 m M4 P (611�) c,, 64(11)lb 115 yip _ 7qtf1 Designed_ L.M _. Checked __ R Rate o A Sheet_ of---14 � Stud Wall Design (ASD) (NDS 2005/2009 IBC) Iry 2x6 HF #2 (cD- 16" O.C. b = 1.5 Fb = 2387 k= 1_0 d = 5.5 E = 1300000 d = 0.88 S = 7.56 Kce = 00.3 SL= 25 A = 8.25 Fc*= 1708 DL = 15 0.5fc= 28.8 UP =<. 3•.:. fc= 42.1 P = .•. fb = 437 M* 0.5fb = 219 0.5M* = 1653 Eave Height= 11 ft le = 132 in FcE = 677.1 psi Fc= 609.4 psi >fc OK Ww+ 0.5S (fc/F'c)"2+ fb/(Fb(1-(fc/FcE))) = 0.19 < 1.0 OK 0.5WW+S (fc/F'c)"2+fb/(Fb(1-(fc/FcE)))= 0.10 < 1.0 OK Note: M* - Moment due to wind(windward only)must be multiplied by w= 1.3 per 1605.3.2 Where: Fb=Fb*C D*Cr*C F*C M (Cr= 1.35 in lieu of 1.15 per 2008 SDPWS Table 3.1.1.1) Fc*=Fc*C D*C F Values from AIDS 2005 Table 4A (HF, E=1.3x10"6 & DF, E=1.6x10"6) Where (HF#2): Fb =Fb*C D*Cf C;F*C M Fb = 850 psi(1.6)*(1.35)*(1.3)*(1.0) = 2387 psi Fc*= 1300 psi(1.15)*(1.10) = 1645 psi Where(DF#2): Fb =Fb*C D*Cr*C F*C M Fb=900 psi(1.6)*(1.35)*(1.3)*(1.0) = 2527 psi Fc*= 1350 psi(1.15)*(1.10) = 1708 psi Designed by, JCM Checked by: RKR Project No.: 10-02Y 1 0/1 8120 1 0 Sheet 12 of JR�- .�ngineering, l �c. ENGINEERING & PLANNING SERVICES Project Name: ix f. ,w......;....�w..•.a w�..wu�. wrw+rrw.. P -.«rw+w....w.....,,�.....ww...i.«..rwwwi.,... ... ...r....L_.�..«...v._._�w.. w4•......- 0 phlu f9l -- ► �-=d _ �.1 �� IU�41l�_1irv- .�' , II�J!G. ��. �! •.� RMO?Ii`! � �T�-v Designed TG Kl Checked_ Date Jb/� Sheet oft4 BLD20120057 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 F� BUILDING PERMIT PERMIT#: BLD20120057 \` OWNER: ENCORE HOMES, INC-HOYER, KEI... STATUS:APPLIED `44 ''�• ADDRESS: 17614 82ND DR NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 2/7/2012 SCREENS: Select Screen... r FUNCTIONS: Select Permit Function.. 30f SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 2000 C-Building I CYOUNG 2/14/2012 0 Y N Assign Remove 2008 C-Community Development I ARUSKO 2/14/2012 0 Y N Assign Remove C littp://coaweb2..arlington.local/PermitTrax/Module Permits/Permits Permit/Permit Review... 2/7/2012 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS, TWO(2) ACCURATE, FULLY DIMENSIONED PLOT PLANS AND ONE(1) CROSS CONNECTION CONTROL SURVEY(if adding plumbing). TYPE OF PERMIT: ED Residential Addition (ID Residential Alteration Also Including: ED Plumbing (a Mechanical Project Address: I,(0)q S 2 n� 1)�' 14, C-` Parcel I D#: 0104790000 37 00 Lot#: 3 Subdivision: Magnolia Meadows Project Description: New Single Family Residence Valuation: Owner: Encore Homes,Inc. Phone Number: (360)659-1579 Address: 1801 Grove St.Unit B City. Marysville State: WA Zip Code: 98270 Contact Person:Keith Hoyer Phone Number: (360)659-1579 Cell Phone: (425)220-5223 Fax: (360)659-3394 E-mail: keith@encorehomesinc.com Address: sameasowner City: State: Zip Code: Building Area(Sq Ft): 1st Floor: 1331 2nd Floor: 1059 3rd floor: Deck: Garage/Carport: Liz, Basement: Project Valuation: Contractor: Encore Homes,Inc Phone Number: (360)659-1579 1801 Grove St.Unit B Marysville WA 98270 Address: City: State: Zip Code: Contractor's License Number: ENCORHI914NS Expiration: 8/13 Plumbing Contractor-Soundview Plumbing Phone Number: (360)658-99005917 Address: 5917 195th St.N.E.3 City: Arlington State: WA Zip Code: 98223 Contractor's License Number: SoundVP033NF Expiration: Mechanical Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: — I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington. 9/26/11 Applicants Signature Date Keith Hoyer Print Applicants Name RECEIVED FOR STAFF USE ONLY FEB U 7 ZU L 4�; � <Q0-_ aCOA PERMIT CENTER Penn it# Accepted By Amount Received Receipt# Date Received RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360) 403 3551 - FAX(360)403 3418 Number of Plumbing Fixtures (including Rough Ins Accessory Main Total Fixture Total Number Fixtures Plumbing Fixtures Dwelling Unit Residence Unit#X Units Multiplier Bar Sink X 1.0 - Bathtub or Combination Bath/Shower 2 X 4.0 = 8 Clotheswasher 1 X 4.0 = 4 Dishwasher 1 X 1.5 = 1.5 Hose Bibb 2 X 2.5 = 5 Kitchen Sink 1 X 1.5 = 3 Laundry Sink X 1.5 = Lavatory(Bathroom Sink) 4 X 1.0 = 4 Shower(Stand Alone)Each Head 1 X 2.0 = 2 Water Closet(Toilet) 3 X 2.5 = 7.5 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 35 Units Traps(other than above items) Column Totals 16 Estimated Project Valuation Building Square Footage 2390 1st Floor 1331 2"d Floor 1059 3rd Floor Basement Deck Garage Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: 80 feet. C. Difference in elevation between meter and highest fixture:_12' feet above meter or feet below meter. D. Pressure in street main: psi. (Measure with gauge or check with Water Department) I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be i accordance with the laws, rules and regulation of the State of Washington l 9/26/11 A�pflcants Signature Date RECEIVED FEB 072012 8 uva OERMI C CENTER J3 W "/?--C)DS7 - RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360) 403 3551 • FAX(360)403 3418 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: ❑✓ Single-Family ❑ Duplex ❑ Other The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies(WAC 246.290.490). Backflow prevention assemblies shall be installed at any premise where, in the judgment of the City of Arlington Cross Control Specialist,the nature of activities on the premises may pose a hazard to the public water system. Type of Permit: 0 New Residential ®Addition/Alteration Project Description:New Single Family Residence Project Address: ! ) ro `0- , ,4, Parcel 1D#: 0104790000 31 00 Owner: Encore Homes, Inc. Phone Number: (360)659-1579 Address: 1801 Grove St. Unit B City: Marysville State: WA Zip Code: 98270 Contact Person: Keith Hoyer Phone Number: (360)659-1579 Cell Phone: (425)220-5223 Fax: (360)659-3394 E-mail: keith@encorehomesinc.com same as owner Address: City: State: Zip Code: Appliances permanently connected to water service may require Cross-Connection-Control (check all that apply) ❑ Fire Sprinkler System ❑ Medical Equipment ❑ Lawn Sprinkler System ❑ Livestock Drinking Tanks ❑ Decorative Pond/Fountain ❑ Private Well ❑ Hot Tub ❑ Re-circulating Heating System ❑ Swimming Pool ❑ Other Authorized Signature: Date: 9/26/11 For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other RECEIVED Inspection Required: YES ❑ NO ❑ FEB 0 7 2 !j NTER RESIDENTIAL MECHANICAL PERMIT APPLICATION Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) SETS OF SPECIFICATION SHEETS AND TWO(2)SETS OF WASHINGTON STATE ENERGY CODE(if applicable). Project Valuation: Project Address: 1 (1 4 ZnJ'— U� w� �' Parcel lD#: ©�0 kA19 WOJ 3r-w Lot#: Subdivision: �� cty'� ( `` f C.. w Project Description: Owner: E r\t o(t {- OAi er Phone Number: Address: City: State: Zip Code: Contact Person: k2; �a`�� Phone Number: Cell Phone: Fax: E-mail: Address: City: State: Zip Code: Please List quantity of fixtures below: FURNACE UP TO 100K BTU CLOTHES DRYER 3 GAS OUTLETS FURNACE OVER 100K FLOOR FURNACE SUSPENDED HTR/UNIT HTR BOILER UP TO 3 HP APPLIANCE REPAIR SOLID-FUEL APPLIANCE BOILER UP TO 4-15 HP AIR HANDLING UP TO 10K CFM FIREPLACE INSERT BOILER UP TO 16-30 HP AIR HANDLING OVER 10K CFM VENTILATION SYSTEM HEAT PUMP VENTILATION FANS OTHER ! VENT HOOD DOMESTIC INCINERATOR ALL OTHER UNITS FREESTANDING STOVE Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws,rules and regulation of the State of Washington. &Z 1131112_ Appfcants. Signature Date 0 Print Applicants l4ame RECEIVED FOR STAFF USE ONLY FEB 0 7 2012 005 Permit# Accepted By Amount Received Receipt# C a e RRWRiid 2010 CJY 2390 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360) 403 3551 • FAX(360)403 3418 Please use this checklist to ensure that all necessary information is provided for review of your project. �✓ _ One (1) completed Single Family Residential Building Permits Application _ ✓� Two (2) accurate fully dimensioned plot plans Two (2) sets of construction drawings Two (2) sets of engineered drawings and calculations (If required) Health Department approval of septic system Verification of Water and Sewer Availability from City of Marysville (if applicable) APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. 1 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all residential projects. 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1. 2009 International Building Code (IBC) 2. 2009 International Residential Code (IRC) 3. 2009 International Mechanical Code (IMC) 4. 2009 International Fuel Gas Code (IFGC) 5. 2009 International Fire Code (IFC) 6. 2009 Uniform Plumbing Code (UPC) 7. 2009 International Property Maintenance Code (IPMC) 8. 2003 Accessible & Usable Buildings and Facilities (ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56 & 51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 51-13 Washington State Ventilation and Indoor Air Quality Code 8. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. D. PLANS AND DRAWINGS Submit two (2) complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42" paper. All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible, with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction, that 2 RESIDENTIAL PERMIT ' SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note: A separate submittal of plans is required for each building or structure. DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑✓ SITE PLAN — REQUIRED WITH ALL SUBMITTALS 1. Two (2) complete sets of plans on 8.5"X 11" paper which reflect all of the information noted in the Site Improvement and Drainage Plan Requirements for Residential Construction. B. ❑✓ FOUNDATION PLAN (Minimum '/4" Scale) 1. Show north direction 2. Indicate front street (and side street if corner lot). 3. show the location and dimension to all property lines. 4. Show the location for existing and/or proposed easements 5. Provide the scale for the drawing. 6. Show outline of foundation with section cuts and dimensions; include maximum wall heights and all connections. 7. Provide the location and size of all beams, posts, interior footings and thickened footings within slabs with their dimensions and connections. 8. Provide detail of step down foundation and footings with required reinforcing steel. 9. Show spacing of anchor bolts, location, and type of hold down fasteners to the foundation. 1o. Retaining walls. 11. Show the location and size of all crawl space vents and the crawl space access with size and location. 12. Show footing depth below grade and show the clearance between grade and sill plate. 13. Show the floor joist size, spacing, direction, support, connections and blocking. 14. Show all floor insulation. 15. Label any space within the foundation (i.e. basement, garage, storage room, etc.) Note! Arlington is in seismic design category D2 which requires that foundations with stem walls have a minimum#4 rebar at top and minimum#4 rebar at bottom of footing. C. ✓❑ FLOOR PLAN (Minimum '/4" Scale) 1. Indicate the dimensions of all areas and the use of each room. Include fixed cabinet, counter or island facilities. 2. Show all roof, floor or deck joist size, spacing, direction, support, connections. Blocking, etc. 3. Show the location of exhaust fans, smoke detectors, hot water heater, heating units, plumbing fixtures and any other mechanical equipment. 4. Show the location of the attic and/or crawl space access. 5. Include all exterior decks on your floor plan, with necessary structural details and attachment to the house. 3 -- ' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Note! The 2009 International Residential Code requires smoke detectors at each level of the home and in all rooms that can be used for sleeping. All smoke alarms shall be listed and installed in accordance with the IRC and provisions of NFPA72. D. ARCHITECTURAL CROSS SECTIONS & DETAILS (Minimum '/4" Scale) 1. Show a typical roof section with all materials labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections 2. Show a typical foundation and floor section with all material labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections. 3. Show a typical wall section with all materials labeled; indicate size and spacing of all members and insulation values. 4. Show all connection details, including post-beam, post-footing, collar tie, etc. 5. Provide the dimensions for all stairs, with details showing rise, run, headroom and handrails per Section R311 of 2006 International Residential Code. Guards require intermediate rails to be less than 4" apart; handrails are to be 34" to 38"from nose of the tread and to be returned. Show any fire blocking, landing sizes. Specify one-hour fire resistive construction for any usable space under the stairs. 6. Show a section detail for any fireplace, including the hearth and hearth extension. Include dimensions, materials, clearance from combustibles, height above roof, reinforcing, seismic anchorage and foundation details. E. ❑✓ STRUCTURAL NOTES 1. Specify all design load values, including dead, live snow, wind, lateral retaining wall pressures and soil bearing values. 2. Specify minimum design concrete strength, concrete sack mix and reinforcing bar grade. 3. Specify the grade and species of all framing lumber. 4. Specify the combination symbol (strength) of all GLU-LAM beams. 5. Specify all metal connectors, including joist hangers, clips, post caps, post bases, etc. 6. Provide details showing the complete load path transfer at roof perimeter, interior shear walls, cantilevered floors, off-set shear walls and ceiling diaphragm to shear walls (if used). 7. Provide a shear wall schedule noting nail spacing, blocking, bolts, top and bottom plat nailing. 8. Locate all hold down straps on the drawings. F. ❑✓ STRUCTURAL CALCULATIONS 1. Provide two (2) sets of structural calculations if prepared by an engineer or architect registered with the State of Washington. (Not required if using Prescriptive Design Approach from the IRC/IBC.) G. ❑✓ ELEVATIONS 1. Show elevations views of each side of the structure; provide finished floor level for each floor. 2. Show existing and proposed grades. 3. Show the maximum building height. 4. Show the maximum site slope. 5. Show all roof overhangs and any chimney clearances from the roof. 4 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington•238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 6. Indicate the pitch of the roof. H. DOORS &WINDOWS 1. Show size and type of all doors. 2. Show the door size, type and closure device for doors between the garage and dwelling. 3. Show all window sizes and openable areas. 4. Show all sleeping room egress window locations, sill heights, methods of opening, dimension of openable area and clear open space. 5. Show size and type of all skylights. I. ❑✓ WASHINGTON STATE ENERGY CODE 1. Provide one (1) copy of the WSEC &VIAQ Residential Prescriptive Compliance Form. 2. Show the insulation R values on the floor plan drawings and glazing class of all windows and skylights. 5 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 The building permit does not include any mechanical, electrical or plumbing work. These permits are issued separately. These permits require a separate permit application. To ensure that you have the most current information, please contact the City of Arlington Permit Center at (360)403 3551 or by email to Permit Center. Applications delivered by courier or may will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. �7 Signature: ' Date: 9/26/11 Owner/ Company: Phone: ner's Representative -IV H� �n� (360)659-1579 , 6 Z ZON20120027 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 �'5 k-N DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20120027 OWNER: ENCORE HOMES, INC-HOYER, KEI... STATUS:APPLIED C ADDRESS: 17614 82ND DR NE,ARLINGTON BALANCE: $0.00 �` ISSUED: CREATED: 2/7/2012 SCREENS: Select Screen... + FUNCTIONS: Select Permit Function... Cj GENERAL-BLD REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION ASSIGNE... DUE DATE. LAST (#) REQ?'DO... ASSIGN REMOVE 1002 P-Engineering I LPETER... 2/10/2012 0 Y N Assign Remove 1014 P-Public Works I MHAYES 2/10/2012 0 Y N Assign Remove 1020 P-Sewer FRAPEL... 2/10/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 2/10/2012 0 Y N Assign Remove 1028 P-Water EANDE... 2/10/2012: 0 Y N Assign Remove 1032 P-Utilities I LTAYLOR 2/10/2012: 0 Y N Assign Remove 2000 C-Building I CYOUNG 2/10/2012 0 Y N Assign Remove 2008 C-Community Development I ARUSKO 2/10/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 2/10/2012 0 Y N Assign Remove 2014 C-Planning I THALL 2/10/2012 0 Y N Assign Remove http://coaweb2.arlington.local/PennitTrax/Module Permits/Permits Permit/Permit Review... 2/7/2012 RESIDENTIAL ,� SUBMITTAL REQUIREMENTS .ze, , Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223• Phone(360)403 3551 • FAX(360)403 3418 ZONING VERIFICATION APPLICATION 72 hour turnaround Date: 9/26/11 Address: 1801 Grove St.Unit B Plat: Magnolia Meadows Division 1,Phase 2 Owner/Applicant: Encore Homes, Inc. Signature: Zverification of accuracy and agreement to follow the City of Arlington Municipal Code Phone: (h) 360 659-1579 (C) (425)220-5223 1. Please check one: ✓a a. Single-family dwelling ✓a b. Duplex ✓k C.Addition ✓a d.Accessory structure 2. Proposed Dimensions: W) L) H) <35' Total SF) 2913,15 3. Allowed Lot Coverage: Total Lot Size ��`�`� SF x 35% _ - SF 4. Actual Lot Coverage: (SF of all structures) ��` _ $oil (lot size) _ -3 % (This square footage should include the footprint area of all structures on the property including: house, garages, sheds, covered patios, and decks permitted by the building code) 5. Septic Tank? If so please provide Snohomish County Health Department approval and indicate on site plan. 6. How many trees greater than 12" diameter to be removed? 0 If any please indicate on site plan. 7. Describe Proposal (include cross street): New single Family Residence OFFICIAL USE ONLY FEB 0 7 2012 PROPERTY ZONED APPROVED 7_ DENIED E-1 DATE INT COA PER IT CENTER Z0 aal�'a Site Information: 17614 82"d Dr. N.E. Arlington, WA Parcel #:01047900003900 Unit Size: 8,049 SY N Legal: Magnolia Meadows, Divl, Phase 2 Lot 39 Job #: 0 ft. 12 ft. 20 ft. 40 ft. Plan: 3 e �� � CP• {p F o p 6 p 06, S J�i7 15-11" o6� c' Impervious Surface: co House w/O.H.: Sq. Ft. Driveway/Walkway: Sq. Ft. Total: Sq. Ft. 0 ti p Notes: ��rj 1. Downspouts to plat system 2. Stockpile to be covered within 24 hours. 3. Entire site to be disturbed 4. Silt Fence as needed / 5. Denuded soils to be straw covered. 6. Armored Construction Entrance. 7. Parking pad concrete /driveway gravel Setback Notes: Front Setback 20' L 20' PDE- Driveway length 22' Side / Rear Setback 5' i` RECEIVED Ht. 35' / No Overhangs in Easement Areas FEB 0 7 2012 Rebar Set 1' from actual Corner U.N.O COA PERW CENTER (true corner closer to road) 15.00, At a s - ov 1 �Enc®reHomes, Inc 1801 Grove St. Unit B Marysville, WA 98270 (360) 659-1579 Contact: Keith Hoyer s n Y v" ♦♦ s TYP PLATE HT. 06 - � ,,� =• ur, ewx -. uw 'uwwue, .rcnvvu.sram.0 tsa i I � � r+ lot C 3 I ` IaaS^s zu tr [ R p o Z i ! x i I { K o y � cn � �m l € m (P ++++ k f Q ' r _ co + --11 t G) l � + co ' N l } X C9 i U3 — A CO (n > > ze � . c � r fTls trt1 i , t Q1 i X i co =4 �'N -1-muffuuti-j" ck z 4 Ca 74 iS }n a, w Al - ------------.-- ------------------------ ti G ttt � �. f'---_ _�-__ --- EF C�Q � r 2 O o er �� i -t O -n C z— z t--- o r- p� C� y ` ctn o iiicfl �p<c �-0 > _iA z i �=1 F zn m ��m;' ffiz ��p ntom r -7ti ,p-^ rnaD 73 . mom+-tQ _pz'fi n qn -im � m Q z a to - - o z z zt � � rortn q oQat3murtuwA _ �s, rn�Q�rn c� c 1# "G ,rn tru, � � — c,c � � Q. ts z zz. cr7a© cam ncC? 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